JPH087191Y2 - Water stop - Google Patents

Water stop

Info

Publication number
JPH087191Y2
JPH087191Y2 JP1992004682U JP468292U JPH087191Y2 JP H087191 Y2 JPH087191 Y2 JP H087191Y2 JP 1992004682 U JP1992004682 U JP 1992004682U JP 468292 U JP468292 U JP 468292U JP H087191 Y2 JPH087191 Y2 JP H087191Y2
Authority
JP
Japan
Prior art keywords
water
pipe
sleeve
insertion hole
collar
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP1992004682U
Other languages
Japanese (ja)
Other versions
JPH0564591U (en
Inventor
登久雄 鈴木
Original Assignee
有限会社ベルテクニカルカンパニー
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 有限会社ベルテクニカルカンパニー filed Critical 有限会社ベルテクニカルカンパニー
Priority to JP1992004682U priority Critical patent/JPH087191Y2/en
Publication of JPH0564591U publication Critical patent/JPH0564591U/en
Application granted granted Critical
Publication of JPH087191Y2 publication Critical patent/JPH087191Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】本考案は、止水具に関し、より詳
しくはコンクリート製の池や水槽への種々の配管、及び
これらの配管が挿通される筒状のスリーブの外周から水
洩れが生じるのを防ぐ止水具に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water stop, and more specifically, water leaks from various pipes to a concrete pond or a water tank, and the outer circumference of a tubular sleeve through which these pipes are inserted. It relates to a waterproofing device that prevents water.

【0002】[0002]

【従来の技術】図7〜図10に示すように、従来、コン
クリート製のプール、池や水槽に対する種々の配管、例
えば給水5a、排水5b、オーバフロー5c及び出水用
5dの各配管5は、以下の方法により取り付けられてい
た。
2. Description of the Related Art As shown in FIGS. 7 to 10, conventionally, various pipes for concrete pools, ponds and water tanks, such as water supply 5a, drainage 5b, overflow 5c and water discharge 5d, are It was attached by the method of.

【0003】まず、水槽等の側壁を任意の厚さの壁を構
成するため型枠1,1を所定間隙を介して平行に対峙さ
せ、この型枠1,1内に水平に、配管5の外周より若干
大きめの内径を有する鉄管スリーブ3を挿入する。
First, in order to form a wall having an arbitrary thickness on a side wall of a water tank or the like, the molds 1 and 1 are opposed to each other in parallel with a predetermined gap, and the pipes 5 are horizontally arranged in the molds 1 and 1. The iron pipe sleeve 3 having an inner diameter slightly larger than the outer circumference is inserted.

【0004】次いで、前記型枠1,1で、前記鉄管スリ
ーブ3を固定した後、前記型枠1,1内に振動を与えな
がらコンクリート4を流し込み、コンクリート4が固ま
った後、型枠1,1を取り外し、前記鉄管スリーブ3内
に流れ込んだコンクリートがあればこれを除去して、配
管5を挿通する。
Next, after fixing the iron pipe sleeve 3 with the molds 1 and 1, concrete 4 is poured into the molds 1 and 1 while vibrating, and the concrete 4 is solidified. 1 is removed, and if there is concrete that has flowed into the iron pipe sleeve 3, this is removed, and the pipe 5 is inserted.

【0005】その後、配管5の外周と、鉄管スリーブ3
内壁間に、手作業で中央から開口へ向けて、順次、麻糸
6、鉛糸7をつめこみ、樹脂8で密封する(図8)。
After that, the outer circumference of the pipe 5 and the iron pipe sleeve 3
Between the inner walls, the hemp thread 6 and the lead thread 7 are sequentially inserted by hand from the center toward the opening and sealed with resin 8 (FIG. 8).

【0006】しかしながら、型枠1,1内に注入される
コンクリート4は、鉄管スリーブ3の外周の下方には充
分に行き届かないことが多く、該鉄管スリーブ3の外周
下方に空所4′が生じ、この空所を経て、水洩れが必然
的に発生していた。
However, the concrete 4 poured into the molds 1 and 1 often does not reach the outer periphery of the iron pipe sleeve 3 sufficiently, and a space 4'is formed below the outer periphery of the iron pipe sleeve 3. It happened, and water leaked inevitably through this void.

【0007】また、前記手作業による麻糸6等のつめ物
(コーキング)は必ずしも厳密に行われないことも有
り、コーキングが不充分な場合にはここから水洩れが発
生していた。
[0007] Further, since the manual filling of the hemp thread 6 or the like (caulking) is not always performed strictly, if the caulking is insufficient, water leakage occurs from here.

【0008】そこで、従来の止水具としては前記鉄管ス
リーブ3の外周に所定径のつば2を溶接したつば付鉄管
スリーブ9が提案され、前記つば2で、この鉄管スリー
ブ9の外周下方にもコンクリート4が充分行き渡るよう
にしたものがある。
Therefore, as a conventional waterproofing tool, there has been proposed an iron pipe sleeve 9 with a collar, in which a collar 2 having a predetermined diameter is welded to the outer periphery of the iron pipe sleeve 3, and the collar 2 also extends below the outer periphery of the iron pipe sleeve 9. There is a concrete 4 that is made to spread sufficiently.

【0009】[0009]

【考案が解決しようとする課題】前記従来技術の欄に記
載したように、鉄管スリーブの外周に所定径のつば2を
溶接したつば付き鉄管スリーブ9にあっては、壁厚及び
配管5外径に応じた内径の多種の鉄管スリーブ及びこの
鉄管スリーブの外径に応じた多種の内径のつば2を用意
し、適宜径の鉄管スリーブを選択し、その外周に適宜内
径のつば2を選択して溶接する必要がある。しかし、こ
の作業は現実には現場で行うことができないため、工場
作業となり、前記配管5に適切に対応する上記のつば付
鉄管スリーブ9を準備するための製作図の作成等の作業
は繁雑で、長時間を要し、コストが極めて高いものにな
るという欠点を有していた。一方、あらゆる条件下での
作業に対応すべく、予め多種多様の内径、長さを有する
つば付き鉄管スリーブ9を準備すれば、広い保管場所を
必要とし、また、運搬に多大な労力を要するという欠点
がある。
As described in the above-mentioned section of the prior art, in the case of the iron pipe sleeve 9 with a flange in which the collar 2 having a predetermined diameter is welded to the outer circumference of the iron pipe sleeve, the wall thickness and the outer diameter of the pipe 5 are reduced. Prepare various kinds of iron pipe sleeves with different inner diameters according to the above, and collars 2 with different inner diameters according to the outer diameters of the iron pipe sleeves. Need to weld. However, since this work cannot be performed in the field in reality, it becomes a factory work, and the work of preparing a manufacturing drawing or the like for preparing the above-mentioned collared iron pipe sleeve 9 appropriately corresponding to the pipe 5 is complicated. However, it has a drawback that it takes a long time and the cost is extremely high. On the other hand, if the iron pipe sleeve 9 with a collar having a wide variety of inner diameters and lengths is prepared in advance to support work under all conditions, a wide storage space is required, and a great deal of labor is required for transportation. There are drawbacks.

【0010】また、従来のつば付鉄管スリーブ9にあっ
ては、つば付鉄管スリーブ9と配管5の間の隙間を埋
め、水漏れを防止するために、熟練者の手作業により麻
糸6、鉛糸7、樹脂8を詰め込むコーキングが不可欠で
あるため、不慣れな者がこの作業を行えばコーキング不
良による該部からの水洩れが解消できないという問題点
を残すものであった。
In addition, in the conventional iron pipe sleeve 9 with a collar, in order to fill the gap between the iron pipe sleeve 9 with a collar and the pipe 5 and prevent water leakage, a hemp thread 6 and lead are manually produced by a skilled worker. Since caulking in which the yarn 7 and the resin 8 are packed is indispensable, if an unskilled person performs this work, the problem that water leakage from the portion due to caulking failure cannot be eliminated remains.

【0011】また、コーキングされた麻糸6や鉛糸7、
樹脂8が年月の経過により劣化すれば、つば付環状スリ
ーブ9と配管5の間の隙間からの水漏れの原因となる。
Further, the caulked hemp thread 6 and lead thread 7,
If the resin 8 deteriorates with the passage of time, it will cause water leakage from the gap between the annular sleeve 9 with a collar and the pipe 5.

【0012】かかる問題点は、配管5の外周に直接つば
を設け、該配管5を直接コンクリート中に埋設すること
で解消できる。
Such a problem can be solved by providing a flange directly on the outer circumference of the pipe 5 and directly burying the pipe 5 in concrete.

【0013】しかし、配管5は、その設置目的、設置場
所等に合わせてその大きさも全く異なるものであり、材
質も鉄、ステンレス、塩化ビニール、ライニング(合成
樹脂を管内外にコーティングしたもの)等多様であるの
で、この配管5の外周につばを設けるために適宜のつば
2を溶接等する作業は前記鉄管スリーブ9につばを設け
る以上に現場作業が困難であり、前記つば付き鉄管スリ
ーブ9を製造すると同様の問題点を有するものであっ
た。
However, the size of the pipe 5 is completely different depending on the purpose of installation, the place of installation, etc., and the material is iron, stainless steel, vinyl chloride, lining (the inside and outside of which is coated with synthetic resin), etc. Since there are various types, it is more difficult to carry out the work such as welding of the appropriate brim 2 in order to provide the brim on the outer periphery of the pipe 5 in the field work than providing the brim to the iron pipe sleeve 9. When manufactured, it had the same problem.

【0014】本願考案は叙上の従来技術の問題点ないし
欠点を解消すべく開発されたもので、極めて簡単かつ低
コストで製造及び施工が可能で、前記配管又はつばを有
しない筒状の管スリーブの外周から確実に水洩れを防止
し得る止水具を提供することを目的とする。
The present invention was developed in order to solve the problems and drawbacks of the above-mentioned prior art, and is extremely simple and can be manufactured and installed at low cost, and the pipe or the tubular pipe without a brim. An object of the present invention is to provide a water shut-off tool that can reliably prevent water leakage from the outer circumference of the sleeve.

【0015】[0015]

【課題を解決するための手段】上記目的を達成するため
に、本考案の止水具10においては、コンクリート製の
プール、池あるいは水槽の外壁あるいは底壁などの壁部
23に挿通した給排水5a,5b、オーバフロー用等の
配管5c、およびこれらの配管が挿通される管スリーブ
の外周から水洩れを防止する止水具において、中央に円
形の挿孔17(,17)を有し、この挿孔17(,1
7)と同心円状に一方に膨出形成した膨出部33(,4
3)と、この膨出部33(,43)の外周方向に延出し
た平板状のつば部32(,42)とから成り、このつば
部32(,42)の外縁と、前記膨出部33(,43)
内を連通する溝部34(,44),35(,45)を前
記つば部の前記円形の挿孔17(,17)の直径をつば
部32(,42)の外縁に延長した基準線19で対称と
なる位置に、2の溝部34(,44),35(,45)
を形成して止水具半体10a(,10b)と成し、この
止水具半体2枚10a,10bを、前記溝部34,35
と溝部44,45を対向させて重合し、2組の対向した
溝部34,44、35,45により、膨出部33,43
内に形成された空隙部13とつば部12外縁を連通する
充填剤又は接着剤などの充填物の注入用の注入孔14
と、空気抜き孔15を形成したことを特徴とする。
In order to achieve the above object, in a water stop device 10 of the present invention, a water supply / drainage 5a is inserted through a wall portion 23 such as an outer wall or a bottom wall of a concrete pool, pond or water tank. , 5b, pipes 5c for overflow, etc., and a water-stopper for preventing water leakage from the outer circumference of the pipe sleeve through which these pipes are inserted, have a circular insertion hole 17 (, 17) in the center, Hole 17 (, 1
7) bulging portion 33 (, 4 concentric with one side)
3) and a flat plate-shaped brim portion 32 (, 42) extending in the outer peripheral direction of the bulging portion 33 (, 43), and the outer edge of the brim portion 32 (, 42) and the bulging portion. 33 (, 43)
A groove 34 (, 44), 35 (, 45) communicating with the inside is formed by a reference line 19 extending the diameter of the circular insertion hole 17 (, 17) of the collar portion to the outer edge of the collar portion 32 (, 42). Two groove portions 34 (, 44), 35 (, 45) at symmetrical positions
To form the water-stopping tool half body 10a (, 10b). The two water-stopping tool half bodies 10a, 10b are formed into the groove portions 34, 35.
And the groove portions 44 and 45 are opposed to each other and overlapped, and the two bulging portions 33 and 43 are opposed to each other by the two pairs of the opposed groove portions 34, 44, 35 and 45.
An injection hole 14 for injecting a filler such as a filler or an adhesive that connects the void portion 13 formed inside and the outer edge of the collar portion 12 to each other.
And an air vent hole 15 is formed.

【0016】前記止水具10は、止水具半体に、前記挿
孔17(,17)内縁より膨出部の膨出方向と同方向に
突出する筒状のスリーブ部11(31,41)を設ける
ことができる。
The water shut-off device 10 has a cylindrical sleeve portion 11 (31, 41) protruding from the inner edge of the insertion hole 17 (, 17) in the same direction as the bulging direction of the bulging portion in the water shut-off device half body. ) Can be provided.

【0017】さらに、前記注入孔14と空気抜き孔15
は、これを近接して配置すれば好適である。
Further, the injection hole 14 and the air vent hole 15
Are preferably arranged close to each other.

【0018】加えて、前記挿孔17に挿入される管は、
壁部23に挿通した給排水、オーバーフロー用等の配管
又は該配管の外周に配置された筒状の管スリーブのいず
れとすることも可能である。
In addition, the pipe inserted into the insertion hole 17 is
It is possible to use either a pipe for water supply / drainage inserted into the wall portion 23, a pipe for overflow or the like, or a tubular pipe sleeve arranged on the outer periphery of the pipe.

【0019】[0019]

【作用】前記止水具10は、2枚の止水具半体10a,
10bを重合して形成されたものであり、止水具半体1
0aに形成された2の溝部34,35と、止水具半体1
0bに形成された溝部44,45をそれぞれ対向・位置
合わせして重合し、1の止水具10が形成される。
The above-mentioned waterproofing device 10 includes two waterproofing device halves 10a,
It is formed by superimposing 10b, and is a water-stopper half 1
2a of the groove 34, 35 formed in 0a, and the water stop half 1
The groove portions 44 and 45 formed in 0b are overlapped by facing and aligning with each other to form the water stopping tool 10 of 1.

【0020】従って、止水具半体10aの溝部34と止
水具半体10bの溝部44とが対向して接着剤等の充填
物の注入孔14を形成し、止水具半体10aの溝部35
と止水具半体10bの溝部45とが対向して空気抜き孔
15を形成する。
Accordingly, the groove portion 34 of the water shut-off half body 10a and the groove portion 44 of the water shut-off half body 10b face each other to form the injection hole 14 for a filling material such as an adhesive, and the water shut-off half body 10a is filled. Groove 35
And the groove portion 45 of the water blocking tool half body 10b face each other to form the air vent hole 15.

【0021】また、各止水具半体10a,10bに形成
された膨出部33,43が相互に対向して、膨出部3
3,43内に空隙部13を形成する。このように、止水
具10の注入孔14及び空気抜き孔15は、2の止水具
半体10a,10bを重合することにより形成されるの
で、この注入孔14及び空気抜き孔15はプレス成形等
の手段により比較的容易に形成することができる。
Further, the bulging portions 33 and 43 formed on the respective water shutoff tool halves 10a and 10b face each other, and the bulging portion 3 is formed.
Voids 13 are formed in 3, 43. In this way, the injection hole 14 and the air vent hole 15 of the water shutoff tool 10 are formed by polymerizing the two water shutoff tool halves 10a and 10b, so that the injection hole 14 and the air vent hole 15 are formed by press molding or the like. It can be formed relatively easily by the means.

【0022】このように構成された止水具10の挿孔1
7内に、この挿孔17の内径に等しい外径を有する、後
端にジョイントが接続された短かい配管25を挿通し、
該止水具10に挿通された配管25を型枠26,27に
穿孔された孔内に挿通する。
Insertion hole 1 of the water shut-off device 10 constructed in this way
Insert a short pipe 25 having an outer diameter equal to the inner diameter of the insertion hole 17 and having a joint connected to the rear end,
The pipe 25 inserted through the water shut-off device 10 is inserted through the holes formed in the form frames 26 and 27.

【0023】その後、止水具10のつば部12内に形成
された注入孔14より接着剤などの充填物21を注入す
ると、充填物21は空隙部13内に充填され、この空隙
部13内の空気は空気抜き孔15より止水具10外へ排
出され、止水具10は配管25の外周面上に固定され
る。
After that, when a filling material 21 such as an adhesive is injected through the injection hole 14 formed in the collar portion 12 of the water shut-off device 10, the filling material 21 is filled in the void portion 13 and the inside of the void portion 13 is filled. The air is discharged to the outside of the water blocking tool 10 through the air vent hole 15, and the water blocking tool 10 is fixed on the outer peripheral surface of the pipe 25.

【0024】そして配管25の位置を前記型枠26,2
7で固定して型枠26,27間にコンクリートを注入す
れば、止水具10の取り付けにより、配管25の外周に
つばが形成され、配管25はその外周に空所4’を生じ
ることなくコンクリート中に埋設されて、コーキング作
業の必要なく配管作業を行うことができる。
The position of the pipe 25 is set to the formwork 26, 2
By fixing with 7 and injecting concrete between the formwork 26 and 27, a collar is formed on the outer periphery of the pipe 25 by the attachment of the water stop 10, and the pipe 25 does not form a void 4'on its outer periphery. It is embedded in concrete and can be used for plumbing without the need for caulking.

【0025】また、配管25に代えて、つばの無い鉄管
スリーブ29をこのスリーブ29の外径に応じた内径の
挿孔17を有する止水具10の挿孔17内に嵌入して前
記止水具10の注入孔14より空隙部13内に充填物2
1を充填して施工すれば(図6)、溶接作業等すること
なく、現場作業により簡単にスリーブ29の外周につば
を取り付けることができ、その後、従来通り施工し、鉄
管スリーブ29内に挿通した配管25と鉄管スリーブ2
9間にコーキングを充分行えば良く、前記止水具10の
環状つば部12によって確実に止水作業を行うことがで
きる。
Further, instead of the pipe 25, an iron pipe sleeve 29 without a collar is fitted into the insertion hole 17 of the water stoppage tool 10 having the insertion hole 17 having an inner diameter corresponding to the outer diameter of the sleeve 29, and the water stoppage is achieved. The filling material 2 is introduced into the space 13 through the injection hole 14 of the tool 10.
If 1 is filled and constructed (FIG. 6), the brim can be easily attached to the outer circumference of the sleeve 29 by on-site work without welding work or the like, and then the construction is performed as usual and inserted into the iron pipe sleeve 29. Piping 25 and iron pipe sleeve 2
It suffices to perform sufficient caulking between 9 and the annular brim portion 12 of the water shut-off tool 10 can surely perform the water shut-off operation.

【0026】[0026]

【実施例】実施例について図面を参照して説明すると、
図1,図2及び図4において、止水具10は金属あるい
はプラスチック等の材料から成り、中央に円形の挿孔1
7を有し、この挿孔17とその中心18を共通にする同
心円状に互いに反対方向に膨出成形された膨出部33,
43と、この膨出部33,43の外周方向に延出した環
状のつば部12を有する。そして、前記つば部12内に
は、前記膨出部17,17により画定される空間内に形
成された空隙部13とこの空隙部13から前記つば部1
2の外周に連通する充填剤又は接着剤などの充填物の注
入用の注入孔14と、この充填物の注入に際し、空隙部
13内の空気を止水具10外へ放出する空気抜き孔15
をそれぞれ有する。
EXAMPLES Examples will be described with reference to the drawings.
In FIGS. 1, 2 and 4, the water stop 10 is made of a material such as metal or plastic and has a circular insertion hole 1 in the center.
7, a bulging portion 33 bulged in opposite directions to each other concentrically with the insertion hole 17 and its center 18 in common.
43 and an annular flange portion 12 extending in the outer peripheral direction of the bulging portions 33, 43. Then, in the collar portion 12, a void portion 13 formed in a space defined by the bulging portions 17, 17 and from the void portion 13 to the collar portion 1
2, an injection hole 14 for injecting a filler such as a filler or an adhesive, which communicates with the outer periphery of 2, and an air vent hole 15 for releasing the air in the void portion 13 to the outside of the water stop 10 when injecting the filler.
Have respectively.

【0027】この止水具10は、各々独立して形成され
た止水具半体10a,10bを2枚重合して1の止水具
10を形成するものであり、本実施例では、同一の形状
で、かつ、相互を重合させた際に、重合面を中心として
左右対称の形状を成す2枚の止水具半体10a,10b
を重合して止水具10を形成している。
This water shut-off device 10 is one in which two water shut-off device halves 10a and 10b, which are independently formed, are polymerized to form one water shut-off device 10. In this embodiment, they are the same. Of two water-stopper halves 10a, 10b which are symmetrical in shape with each other when they are polymerized with each other
Are polymerized to form the water stopper 10.

【0028】前記止水具10を構成する止水具半体10
a,10bは、前述のように同一の形状に形成されてお
り、図1および図4紙面左方に示す止水具半体(以下、
「左方半体」という)に基づいてこれを説明すれば、左
方半体10aは、その中心に管20を嵌挿自在な円形の
挿孔17を有し、この挿孔17周縁を一方に所定幅で断
面裁頭円錐状に膨出させて、膨出部33を形成してい
る。
Water-stopper half 10 constituting the water-stopper 10
The a and 10b are formed in the same shape as described above, and the water shut-off device half body (hereinafter,
This will be described based on the “left half”). The left half 10a has a circular insertion hole 17 into which the tube 20 can be inserted and inserted, and the periphery of the insertion hole 17 is A swelling portion 33 is formed by swelling in a truncated cone shape with a predetermined width.

【0029】さらに、前記膨出部33の外周には、平板
円盤状のつば部32が形成されており、このつば部32
には、前記膨出部33とつば部32の外周迄を連通する
断面半円状の溝条を成す2本の溝部34、35が、前記
挿孔17の直径を前記つば部32の外縁に延長した基準
線19を中心に対称位置にそれぞれ設けられている(図
2)。
Further, a flat plate disk-shaped collar portion 32 is formed on the outer periphery of the bulging portion 33, and the collar portion 32 is formed.
There are two groove portions 34, 35 forming a semi-circular groove having a semicircular cross section that communicates with the bulge portion 33 and the outer periphery of the collar portion 32, and the diameter of the insertion hole 17 is the outer edge of the collar portion 32. They are provided at symmetrical positions around the extended reference line 19 (FIG. 2).

【0030】このように構成された左方半体10aに、
同形状に形成された、図1および図4紙面右方に示す止
水具半体(以下、「右方半体」という)10bを、左方
半体10aの溝部34と右方半体10bの溝部44、左
方半体10aの溝部35と右方半体10bの溝部45と
を位置決めして左右対称に2枚重合すると、溝部34と
溝部44が一体となって充填剤又は接着剤などの充填物
の注入用の注入孔14に、溝部35と溝部45が一体と
なって空気抜き孔15がそれぞれ形成される。
In the left half body 10a thus constructed,
1 and 4 shown on the right side of the paper surface (hereinafter referred to as "right half body") 10b formed in the same shape, the groove portion 34 of the left half body 10a and the right half body 10b. The groove portion 44, the groove portion 35 of the left half body 10a and the groove portion 45 of the right half body 10b are positioned and symmetrically polymerized into two pieces, and the groove portion 34 and the groove portion 44 are integrated into a filler or an adhesive. In the injection hole 14 for injecting the filling material, the groove portion 35 and the groove portion 45 are integrated to form the air vent hole 15.

【0031】なお、前記膨出部33,43は図1及び図
4に示すように、管20の軸線方向の断面で直線状に傾
斜するものでもよく、あるいは湾曲形成されたものでも
よい。
As shown in FIGS. 1 and 4, the bulging portions 33 and 43 may be linearly inclined in the cross section of the tube 20 in the axial direction, or may be curved.

【0032】また、前記充填物の注入孔14を成す溝部
34,44、空気抜き孔を成す溝35,45の形状は断
面半円状に限定されない。
Further, the shapes of the groove portions 34 and 44 forming the filling material injection hole 14 and the grooves 35 and 45 forming the air vent holes are not limited to the semicircular cross section.

【0033】このように、止水具半体10a,10bを
重合することによって形成された止水具10は、左方半
体10aのつば部32と右方半体10bのつば部42が
一体となって止水具10のつば部12を形成する。
As described above, in the waterproofing tool 10 formed by polymerizing the waterproofing tool halves 10a and 10b, the brim 32 of the left half 10a and the brim 42 of the right half 10b are integrated. Thus, the brim portion 12 of the water stoppage tool 10 is formed.

【0034】また、止水具10を配管25上に固定した
際の使い勝手等を考慮して、挿孔17,17の内縁膨出
部33,43方向へ突出する筒状のスリーブ部11(3
1,41)を設けることもできる。このスリーブ部11
(31,41)は、挿孔17の内縁より突出する筒状の
スリーブ部31を備えた左方半体10aと、挿孔17の
内縁より突出する筒状のスリーブ部41を備えた右方半
体10bを組み合わせて止水具10を形成することによ
り、止水具10の両面にスリーブ部11が形成される。
Also, in consideration of usability when fixing the water shut-off device 10 on the pipe 25, the cylindrical sleeve portion 11 (3) protruding toward the inner edge bulging portions 33, 43 of the insertion holes 17, 17 is formed.
1, 41) can also be provided. This sleeve part 11
(31, 41) are the left half 10a provided with the tubular sleeve portion 31 projecting from the inner edge of the insertion hole 17, and the right half provided with the tubular sleeve portion 41 projecting from the inner edge of the insertion hole 17. By forming the water blocking tool 10 by combining the half bodies 10b, the sleeve portions 11 are formed on both surfaces of the water blocking tool 10.

【0035】もっとも、このスリーブ部11(31,4
1)は、配管25外周に固定された止水具10の施工の
際の使い勝手等を考慮しなければ、図5に示すようにこ
れを設けなくても良い。なお、図5に示す止水具10の
溝部34,44及び溝部35,45等の他の構成は、前
記実施例に記載のものと同様である。
However, this sleeve portion 11 (31, 4
In 1), if the usability at the time of construction of the waterproofing tool 10 fixed to the outer periphery of the pipe 25 is not taken into consideration, this may not be provided as shown in FIG. The other configurations of the groove portions 34, 44 and the groove portions 35, 45 of the waterproofing device 10 shown in FIG. 5 are the same as those described in the above embodiment.

【0036】さらに左方半体10aの膨出部33と右方
半体10bの膨出部43を対応位置に接合して、膨出部
33,43内に空隙部13が形成される。
Further, the bulging portion 33 of the left half body 10a and the bulging portion 43 of the right half body 10b are joined at corresponding positions to form the void portion 13 in the bulging portions 33, 43.

【0037】なお、前記つば部12を構成する左方半体
10aのつば部32,右方半体10bのつば部42の外
形は図4に示すような形状に限定されない。
The outer shapes of the flange portion 32 of the left half body 10a and the flange portion 42 of the right half body 10b which form the flange portion 12 are not limited to the shapes shown in FIG.

【0038】さらに、左方半体10aと右方半体10b
の溝部34,44と溝部35,45を図2に示すように
挿孔17の直径をつば部32,42の外縁に向かって延
長させた基準線19(図2参照)を中心に対称位置に設
け、かつ注入溝34と空気抜き溝35の断面形状を同一
にすることにより、溝部34,44、溝部35,45
は、左方半体10a及び右方半体10bの接合面36,
46を中心に対称位置に配置される。したがって左方半
体10aまたは右方半体10bを同形状として、左方半
体10a、右方半体10bを2枚1組としてそれぞれの
接合面で当接させて左方半体32または右方半体42の
溝部34、44と35、45を対応位置で接合すること
により、注入孔14、空気抜き孔15が容易に形成され
る。
Further, the left half body 10a and the right half body 10b.
As shown in FIG. 2, the groove portions 34, 44 and the groove portions 35, 45 of the insertion hole 17 are symmetrically positioned with respect to a reference line 19 (see FIG. 2) extending the diameter of the insertion hole 17 toward the outer edges of the flange portions 32, 42. By providing and making the injection groove 34 and the air bleeding groove 35 have the same cross-sectional shape, the groove portions 34, 44 and the groove portions 35, 45 are formed.
Is a joining surface 36 of the left half 10a and the right half 10b,
They are arranged symmetrically with respect to 46. Therefore, the left half body 10a or the right half body 10b has the same shape, and the left half body 10a and the right half body 10b are brought into contact with each other at their respective joining surfaces as a set, and the left half body 32 or the right half body 10b is brought into contact with each other. The injection holes 14 and the air vent holes 15 are easily formed by joining the groove portions 34, 44 and 35, 45 of the half body 42 at corresponding positions.

【0039】施工に際しては、必要に応じて、左方半体
32と右方半体42の外縁を例えば2箇所クリップ止め
をして、注入孔14に充填物21を注入する。
In the construction, if necessary, the left half 32 and the right half 42 are clipped at, for example, two places on the outer edges thereof, and the filling material 21 is injected into the injection hole 14.

【0040】もっとも、このスリーブ部11(31,4
1)は、配管25外周に固定された止水具10の安定性
等を考慮しなければ、図5に示すようにこれを設けなく
ても良い。なお、図5に示す止水具10の溝部34,4
4及び溝部35,45等の他の構成は、前記実施例に記
載のものと同様である。
However, this sleeve portion 11 (31, 4
In 1), it is not necessary to provide this as shown in FIG. 5 unless the stability of the waterproofing device 10 fixed to the outer periphery of the pipe 25 is taken into consideration. In addition, the groove portions 34, 4 of the waterproofing device 10 shown in FIG.
Other configurations such as 4 and the groove portions 35 and 45 are the same as those described in the above embodiment.

【0041】さらに、前記左方半体10aと右方半体1
0bの組み合わせは、図1のスリーブ部31付きの左方
半体10aと図5のスリーブを有しない左方半体10b
を組み合わせて構成することができ、あるいは図5のス
リーブを有しない左方半体10aと図1のスリーブ付き
の右方半体10bを組み合わせて構成することもでき
る。このように、スリーブを有する止水具半体と、スリ
ーブを有しない止水具半体を組み合わせて止水具10を
構成することにより、配管される壁部23の厚さに合わ
せて止水具10の長さを適宜任意に調節可能となり、本
願の止水具10を広範な条件下で使用することが可能と
なる。
Further, the left half body 10a and the right half body 1 are
The combination of 0b is the left half 10a with the sleeve portion 31 of FIG. 1 and the left half 10b without the sleeve of FIG.
Alternatively, the left half body 10a having no sleeve shown in FIG. 5 and the right half body 10b having a sleeve shown in FIG. 1 may be combined. As described above, by constructing the waterproofing device 10 by combining the waterproofing tool half body having the sleeve and the waterproofing tool half body having no sleeve, the waterproofing tool is adjusted to the thickness of the wall portion 23 to be piped. The length of the tool 10 can be arbitrarily adjusted as appropriate, and the water blocking tool 10 of the present application can be used under a wide range of conditions.

【0042】以上のように構成された止水具10の挿孔
17内に、図1に示すように管20を圧入などして挿通
し、注入孔14に充填物21を注入すると、図2に示す
ように、充填物21は管20の外周面と膨出部33,4
3内とに形成された空隙部13内に充填され、空隙部1
3内の空気は充填物21により押し出され空気抜き孔1
5よりつば部12の外周から外部へ排出される。
As shown in FIG. 1, the pipe 20 is inserted by press-fitting it into the insertion hole 17 of the water shut-off device 10 constructed as described above, and the filling material 21 is injected into the injection hole 14. As shown in FIG. 5, the filling material 21 is formed on the outer peripheral surface of the pipe 20 and the bulging portions 33, 4
3 is filled in the void portion 13 formed in
The air inside 3 is pushed out by the filling material 21 and the air vent hole 1
5 is discharged from the outer periphery of the collar portion 12 to the outside.

【0043】なお、図2において、空隙部13、すなわ
ち左右の止水具半体10a,10bの膨出部33,43
は無端環状に形成されているが、注入孔14及び空気抜
き孔15のポート16,16間の距離を近接させて配置
する場合は、無端環状でなくともよい。すなわち注入孔
14から注入された充填物21は空隙部13の一端に連
通する注入孔14のポート16を通過し、空隙部13内
を図2紙面上右回り方向へ流入し、空隙部13の他端に
連通する空気抜き孔15のポート16を経て空気抜き孔
15へ流入する。このとき止水具10の挿孔17と管2
0の外周間が密接な嵌合状態にあれば注入孔14のポー
ト16と空気抜き孔15のポート16間が空隙部13に
より連通していない場合であっても、その幅は微少であ
るのでポート16,16間の挿孔17の内周と管20の
外周間から水洩れが生じることはない。
In FIG. 2, the void portion 13, that is, the bulging portions 33, 43 of the left and right water shutoff tool halves 10a, 10b.
Is formed in an endless annular shape, but it may not be an endless annular shape when the injection holes 14 and the air vent holes 15 are arranged close to each other. That is, the filler 21 injected from the injection hole 14 passes through the port 16 of the injection hole 14 that communicates with one end of the void portion 13, flows into the void portion 13 in the clockwise direction on the paper surface of FIG. It flows into the air vent hole 15 through the port 16 of the air vent hole 15 communicating with the other end. At this time, the insertion hole 17 of the waterproofing device 10 and the pipe 2
If the outer circumferences of 0 are closely fitted, the width is very small even if the port 16 of the injection hole 14 and the port 16 of the air vent hole 15 are not communicated with each other by the gap 13. Water leakage does not occur between the inner circumference of the insertion hole 17 between 16 and 16 and the outer circumference of the pipe 20.

【0044】逆に止水具10の挿孔17と管20の外周
間に若干の間隙があったとしても、前記ポート16,1
6間の距離が微少であるので、充填物21はポート1
6,16間のつば12の内周と管20の外周間の間隙に
流入し、この間隙を防ぐことになり水洩れはしない。
On the contrary, even if there is a slight gap between the insertion hole 17 of the waterproofing device 10 and the outer circumference of the pipe 20, the ports 16 and 1
Since the distance between 6 is very small, the packing material 21 is
The water flows into the gap between the inner circumference of the collar 12 and the outer circumference of the pipe 20 between the nozzles 6, 16 and prevents this gap, which prevents water leakage.

【0045】前記充填物21としては、種々のものを使
用することができるが、管20が塩化ビニールなどのプ
ラスチックで成る場合は止水具10を管20と同質のプ
ラスチックで形成し、充填物21として前記プラスチッ
ク用の接着剤を用いると、管20と止水具10が接着さ
れて一体構造となるので水洩れ防止上、一層効果的であ
る。
Various materials can be used as the filling material 21, but when the pipe 20 is made of plastic such as vinyl chloride, the water shut-off device 10 is made of the same plastic as the pipe 20, and the filling material is made. If the adhesive for plastic is used as 21, the pipe 20 and the water stop 10 are adhered to form an integral structure, which is more effective in preventing water leakage.

【0046】また、管20が鉄などの金属製で止水具1
0が金属製あるいはプラスチック製である場合は、充填
物21として樹脂等の充填剤を用いることができる。
Further, the pipe 20 is made of metal such as iron, and the water shut-off device 1
When 0 is made of metal or plastic, a filler such as resin can be used as the filling material 21.

【0047】なお、図6に示すように管20が前述つば
の無い鉄などの金属製の管スリーブ29である場合はこ
の管20内に、給排水等の各種配管25が挿入され、配
管25の外周と管20間に前述した従来手段と同様のコ
ーキングが施される。一方、図1に示すように、管20
が直接給排水等の配管25を成す場合は、型枠26及び
又は27に穴28を設けて、この穴28より管20の両
端を突出させ、一方及び又は両方の型枠26および又は
27で管20を固定し、コンクリート23を注入する。
この場合管20は型枠26(27)の取り外しに際し
て、作業が煩雑にならない程度に短かいものとなるが、
両端又は一端にジョイント部を設けたものであれば最終
的な配管作業には支障を来たさない。
As shown in FIG. 6, when the pipe 20 is a pipe sleeve 29 made of metal such as iron without a brim as described above, various pipes 25 for water supply and drainage are inserted into the pipe 20, and Caulking similar to the conventional means described above is performed between the outer circumference and the tube 20. On the other hand, as shown in FIG.
When forming a pipe 25 for direct water supply / drainage, a hole 28 is provided in the formwork 26 and / or 27, both ends of the pipe 20 are projected from this hole 28, and the pipe is formed by one and / or both formwork 26 and / or 27. 20 is fixed and concrete 23 is poured.
In this case, the pipe 20 is short so that the work is not complicated when removing the form 26 (27).
As long as joints are provided at both ends or one end, the final piping work will not be hindered.

【0048】なお、スリーブ部11(31,41)を有
する止水具10の場合、図1に示すように、止水具10
のスリーブ部11(31,41)の一方および又は両方
の端(左方スリーブ部31および又は右方スリーブ部4
1の端)の外周と管20の外周に共にバンド22を周回
して締め付け、止水具10を管20に締着し、次いで止
水具10の注入孔14に充填物21を注入することもで
きる。ただし、止水具10がプラスチック製であり、ス
リーブ部11(左方スリーブ部31および又は右方スリ
ーブ部41)の肉厚が薄いために、スリーブ部11が前
記バンド22の締付け力により容易に変形して管20の
外周に押圧されるものであれば、スリーブ部11の周囲
にバンド22を巻回して締付ければよいが、止水具10
が鉄などの金属製であるためにバンド22の締付け力で
スリーブ部11が容易に管20に押圧されないのであれ
ば前述したようにバンド22をスリーブ部11と管20
の外周に共に巻回して締付ける。
In the case of the water stoppage tool 10 having the sleeve portion 11 (31, 41), as shown in FIG.
One and / or both ends of the sleeve portion 11 (31, 41) of the left sleeve portion 31 (and the right sleeve portion 4).
(1 end) and the outer circumference of the pipe 20 by wrapping and tightening a band 22 around the outer circumference of the pipe 20 to fasten the waterproofing device 10 to the pipe 20, and then injecting the filler 21 into the injection hole 14 of the waterproofing device 10. You can also However, since the water stopper 10 is made of plastic and the wall thickness of the sleeve portion 11 (the left sleeve portion 31 and / or the right sleeve portion 41) is thin, the sleeve portion 11 is easily attached by the tightening force of the band 22. If it is deformed and pressed against the outer periphery of the pipe 20, the band 22 may be wound around the sleeve portion 11 and tightened.
If the sleeve portion 11 is not easily pressed against the pipe 20 by the tightening force of the band 22 because the metal is made of iron or the like, the band 22 is connected to the sleeve portion 11 and the pipe 20 as described above.
Wrap it around the outer circumference of and tighten.

【0049】コーキングその他施工法等は前述した従来
手段と同様に行うが、各種内径の挿孔17及び各種外径
のつば12を有する止水具10を準備し、各種止水具1
0の中から配管20の外径あるいは壁厚に応じて適宜選
択し、現場作業で止水具10の挿孔17に管20(2
5)の外周を嵌入し、管20(25)の外周面と空隙部
13間の空隙に充填物21を注入孔14より注入充填
し、型枠で固定すれば良い。
The caulking and other construction methods are carried out in the same manner as in the conventional means described above, except that the water shut-off device 10 having the insertion holes 17 of various inner diameters and the brim 12 of various outer diameters is prepared.
0 according to the outer diameter or wall thickness of the pipe 20 and the pipe 20 (2
The outer periphery of 5) may be fitted, and the filling 21 may be injected and filled into the space between the outer peripheral surface of the pipe 20 (25) and the space 13 through the injection hole 14 and fixed with a mold.

【0050】また、鉄管スリーブを用いる場合にも、各
種内径の適宜長さの鉄管を用意し、型枠26及び27間
の距離、すなわち壁厚および管20(25)の外径に応
じて所定の止水具10を選択し、現場で鉄管の外周に止
水具10を嵌入し、充填物21を充填する。
Also, when an iron pipe sleeve is used, iron pipes having various inner diameters and appropriate lengths are prepared, and the iron pipe sleeves are predetermined according to the distance between the molds 26 and 27, that is, the wall thickness and the outer diameter of the pipe 20 (25). The water stop tool 10 is selected, and the water stop tool 10 is fitted into the outer circumference of the iron pipe on site and the filling material 21 is filled.

【0051】配管20がライニング管の場合にも止水具
10の取付けに際し、溶接のように何ら加熱処理を行う
ことなく装着できるので、配管を損傷することもなく、
前述したように管20と同質の材料の止水具10を用い
て充填物21として接着剤を用いるなら、より一層効果
的な水洩れ防止に寄与する。
Even when the pipe 20 is a lining pipe, it can be attached without any heat treatment such as welding when attaching the water stop 10, so that the pipe is not damaged.
As described above, if the water blocking tool 10 made of the same material as the pipe 20 is used and an adhesive is used as the filling material 21, it contributes to more effective water leakage prevention.

【0052】[0052]

【効果】本考案は以上説明したように構成されているの
で、以下に記載されるような効果を奏する。
[Effect] Since the present invention is configured as described above, it has the following effects.

【0053】(1)挿孔内に管を貫挿し、注入孔より接
着剤等の充填物を充填して本願止水具を管の外周に固定
することで、管の外周に比較的容易につばを形成できる
ので、施工前は、つばとスリーブは分離されており、運
搬の便に優れ、現場作業においても極めて簡単かつ低コ
ストで配管やスリーブの外周上に本願止水具を固定して
つばを形成することができ、さらに、スリーブとして鉄
管のみでなく、塩化ビニール等の耐蝕性が良く、加工性
に富むプラスチックス材料を用いることもでき、施工上
のコストも大幅に低減することが可能である。
(1) By inserting the pipe into the insertion hole, filling a filling material such as an adhesive through the injection hole and fixing the waterproofing device of the present invention to the outer periphery of the pipe, the outer periphery of the pipe can be relatively easily formed. Since the brim can be formed, the brim and sleeve are separated before construction, which is convenient for transportation, and is extremely easy and cost-effective to perform on-site work. The collar can be formed, and not only the iron pipe as the sleeve but also a plastic material such as vinyl chloride, which has good corrosion resistance and high workability, can be used, and the construction cost can be significantly reduced. It is possible.

【0054】(2)前記管を嵌挿自在な挿孔内縁から突
出する筒状のスリーブ部を設けたので、空隙部内に充填
された接着剤等の充填物による固着のみならず、本願の
止水具は、前記筒状スリーブ部の内周面と管の外周面と
の圧接によっても固定され、管と止水具の固着はより強
力になり、十分な強度を得ることができる。
(2) Since the tubular sleeve portion projecting from the inner edge of the insertion hole into which the pipe is freely inserted is provided, not only the fixing by the filling material such as the adhesive agent filled in the void portion, but also the stop of the present application. The water tool is also fixed by pressure contact between the inner peripheral surface of the tubular sleeve portion and the outer peripheral surface of the tube, and the tube and the water stop tool are more firmly fixed, and sufficient strength can be obtained.

【0055】(3)同形状の2枚の止水具半体を組み合
わせて1の止水具とするので、止水具を構成する各半体
の構造が簡単となり、加工性が良く、安価な止水具を提
供することができると共に、運搬が容易である。
(3) Since two waterproofing tool halves having the same shape are combined to form one waterproofing tool, the structure of each of the halves constituting the waterproofing tool is simple, the processability is good, and the cost is low. It is possible to provide a simple waterproofing device, and it is easy to carry.

【0056】(4)止水具を2の止水具半体の組み合わ
せにより構成することにより、各止水具半体の組み合わ
せにより、スリーブ部を有しない止水具、片側のみにス
リーブ部が形成された止水具、両側にスリーブ部が形成
された止水具等、種々の止水具を現場作業で容易に形成
することができ、施工場所、水槽の側壁の厚さ等に合わ
せて、現場作業で適宜任意の止水具を形成することがで
きた。
(4) By constructing the water shut-off device by combining the two water shut-off device halves, the water shut-off device having no sleeve part and the sleeve part on only one side can be formed by combining the respective water shut-off device halves. Various water-stoppers, such as the formed water-stoppers and water-stoppers with sleeves formed on both sides, can be easily formed on site, depending on the construction site, the thickness of the side wall of the water tank, etc. It was possible to form an arbitrary waterproofing device as needed during on-site work.

【0057】(5)各止水具半体に設けられた2の溝部
を挿孔の直径をつば部の外縁に向かって延長した基準線
を中心に対称位置に設けたので、同一形状の止水具半体
を2個組み合わせることにより1個の止水具を構成する
ことができるので、左右の半体を同時に、かつ、安価に
製造できると共に、販売、保管、運搬時の効率も良い止
水具を提供することができた。
(5) Since the two groove portions provided in each half of the waterproofing device are provided symmetrically with respect to the reference line extending the diameter of the insertion hole toward the outer edge of the collar portion, the stoppers having the same shape are formed. Since one water stop can be constructed by combining two water tool halves, the left and right halves can be manufactured at the same time and at low cost, and at the same time efficient sales, storage and transportation can be achieved. We were able to provide water equipment.

【図面の簡単な説明】[Brief description of drawings]

【図1】本考案の実施例の施工状態の断面図である。FIG. 1 is a cross-sectional view of a working state of an embodiment of the present invention.

【図2】図1のII−II線断面図である。FIG. 2 is a sectional view taken along line II-II of FIG.

【図3】図1の平面図である。FIG. 3 is a plan view of FIG.

【図4】図1の分解斜視図である。4 is an exploded perspective view of FIG. 1. FIG.

【図5】本考案の実施例で、図1とは異なる実施例の施
工状態の断面図である。
FIG. 5 is a cross-sectional view of a working state of an embodiment different from FIG. 1 in the embodiment of the present invention.

【図6】本考案の実施例で、図1及び図5とは異なる実
施例の施工状態の断面図である。
FIG. 6 is a cross-sectional view of an embodiment of the present invention, which is different from FIGS. 1 and 5 in a construction state.

【図7】池、プール等の一般的な各種配管を示す概略図
である。
FIG. 7 is a schematic diagram showing various common pipes such as a pond and a pool.

【図8】従来技術を示し、つばの無い鉄管スリーブを用
いた場合の施工状態を示す断面図である。
FIG. 8 is a cross-sectional view showing a conventional technique and showing a construction state when an iron pipe sleeve without a collar is used.

【図9】従来技術を示し、つば付き鉄管スリーブを用い
た場合の施工状態を示す断面図である。
FIG. 9 is a cross-sectional view showing a conventional technique and showing a construction state when an iron pipe sleeve with a collar is used.

【図10】従来技術を示す斜視図である。FIG. 10 is a perspective view showing a conventional technique.

【符号の説明】[Explanation of symbols]

1 型枠 2 つば 3 鉄管スリーブ 4 コンクリート 5 配管 6 麻糸 7 鉛糸 8 樹脂 9 つば付鉄管スリーブ 10 止水具 10a,10b 止水具半体 11 スリーブ部 12 つば部(止水具の) 13 空隙部 14 注入孔 15 空気抜き孔 16 ポート 17 挿孔 18 中心 19 基準線 20 管 21 充填物 22 バンド 23 コンクリート 24 壁部 25 配管 26,27 型枠 28 穴 29 管スリーブ 31 スリーブ部(左方半体の) 32 つば部(左方半体の) 33 膨出部(左方半体の) 34 溝部(注入孔用) 35 溝部(空気抜き孔用) 36 接合面(左方半体の) 41 スリーブ部(右方半体の) 42 つば部(右方半体の) 43 膨出部(右方半体の) 44 溝部(注入孔用) 45 溝部(空気抜き孔用) 46 接合面(右方半体の) 1 Formwork 2 Collar 3 Iron Pipe Sleeve 4 Concrete 5 Piping 6 Hemp Thread 7 Lead Thread 8 Resin 9 Iron Pipe Sleeve with Collar 10 Water Stoppers 10a, 10b Water Stopper Half 11 Sleeve Part 12 Collar Part (Water Stopper) 13 Void Part 14 Injection hole 15 Air vent hole 16 Port 17 Insertion hole 18 Center 19 Reference line 20 Tube 21 Filler 22 Band 23 Concrete 24 Wall section 25 Piping 26, 27 Formwork 28 Hole 29 Tube sleeve 31 Sleeve section (left half body) ) 32 Collar part (left half body) 33 Bulging part (left half body) 34 Groove part (for injection hole) 35 Groove part (for air vent hole) 36 Joining surface (left half part) 41 Sleeve part ( Right half half) 42 Collar part (right half half) 43 Swelling part (right half half) 44 Groove part (for injection hole) 45 Groove part (for air vent hole) 46 Joining surface (right half part) )

Claims (4)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 コンクリート製のプール、池あるいは水
槽の外壁あるいは底壁などの壁部に挿通した給排水、オ
ーバフロー用等の配管、およびこれらの配管が挿通され
る管スリーブの外周から水洩れを防止する止水具におい
て、中央に円形の挿孔を有し、この挿孔と同心円状に一方に
膨出形成した膨出部と、この膨出部の外周方向に延出し
た平板状のつば部とから成り、 このつば部の外縁と、前記膨出部内を連通する2の溝部
を前記円形の挿孔の直径をつば部の外縁に延長した基準
線で対称となる位置に、それぞれ形成して止水具半体と
成し、 この止水具半体2枚を、前記溝部を対向させて重合し、
2組の対向した溝部により、膨出部内に形成された空隙
部とつば部外縁を 連通する充填剤又は接着剤などの充填
物の注入用の注入孔と、空気抜き孔をそれぞれ形成した
ことを特徴とする止水具。
1. A pipe for water supply / drainage, overflow, etc., which is inserted through a wall portion such as an outer wall or a bottom wall of a concrete pool, pond or water tank , and these pipes are inserted therein.
A waterproofing device that prevents water leakage from the outer periphery of the pipe sleeve that has a circular insertion hole in the center and is concentric with this insertion hole on one side.
A bulge that has been formed and extends in the outer peripheral direction of this bulge.
And a flat plate-shaped collar portion, and two groove portions that communicate the outer edge of the collar portion with the inside of the bulging portion.
Is a standard in which the diameter of the circular insertion hole is extended to the outer edge of the collar.
Form at the symmetrical position of the line,
Form, the half 2 Like this water stopping member, and polymerized to face the groove,
Void formed in the bulge by two sets of facing grooves
A water blocking tool, characterized in that an injection hole for injecting a filler such as a filler or an adhesive, which communicates the outer edge of the collar portion with the outer edge of the collar portion, and an air vent hole are formed.
【請求項2】 前記止水具半体に、前記挿孔内縁より膨
出部の膨出方向と同方向に突出する筒状のスリーブ部を
設けたことを特徴とする請求項1記載の止水具。
2. The water blocking tool half body is expanded from the inner edge of the insertion hole.
Use a cylindrical sleeve that projects in the same direction as the bulging direction
The water stop implement according to claim 1, wherein the water stop implement is provided.
【請求項3】 前記注入孔と空気抜き孔を近接して配置
してなることを特徴とする請求項1又は2記載の止水
具。
3. The injection hole and the air vent hole are arranged close to each other.
The water stop according to claim 1 or 2, characterized in that
Ingredient
【請求項4】 前記挿孔に挿入される管が、壁部に挿通
した給排水、オーバーフロー用等の配管又は該配管の外
周に配置された筒状の管スリーブである請求項1〜3の
いずれか1項記載の止水具。
4. A pipe inserted into the insertion hole is inserted into the wall portion.
Pipes for water supply / drainage, overflow, etc. or outside the pipes
4. A tubular sleeve provided around the circumference of the tubular sleeve.
The water stop according to any one of claims.
JP1992004682U 1992-02-07 1992-02-07 Water stop Expired - Fee Related JPH087191Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1992004682U JPH087191Y2 (en) 1992-02-07 1992-02-07 Water stop

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1992004682U JPH087191Y2 (en) 1992-02-07 1992-02-07 Water stop

Publications (2)

Publication Number Publication Date
JPH0564591U JPH0564591U (en) 1993-08-27
JPH087191Y2 true JPH087191Y2 (en) 1996-03-04

Family

ID=11590667

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1992004682U Expired - Fee Related JPH087191Y2 (en) 1992-02-07 1992-02-07 Water stop

Country Status (1)

Country Link
JP (1) JPH087191Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108825883A (en) * 2018-08-01 2018-11-16 水利部交通运输部国家能源局南京水利科学研究院 A kind of high waterproof performance wall bushing for being easy to construct

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5123577B2 (en) * 2007-06-18 2013-01-23 未来工業株式会社 Wall penetration sleeve
JP5469699B2 (en) * 2012-03-29 2014-04-16 未来工業株式会社 Wall penetration sleeve

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH028144Y2 (en) * 1985-05-21 1990-02-27
JPH02124390U (en) * 1989-03-24 1990-10-12

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108825883A (en) * 2018-08-01 2018-11-16 水利部交通运输部国家能源局南京水利科学研究院 A kind of high waterproof performance wall bushing for being easy to construct
CN108825883B (en) * 2018-08-01 2024-06-25 水利部交通运输部国家能源局南京水利科学研究院 A high waterproof wall sleeve that is easy to construct

Also Published As

Publication number Publication date
JPH0564591U (en) 1993-08-27

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